Hi Seniors,
Iam new to Caesar and currently accelerate myself to drive Caesar efficiently. Basically I face some inconsistency after spring hanger designed in Caesar II. The case summarize as below.
Currently attached with a revamp project which requires new piping routing, supports and stress analysis. As to kick start my job I refer previous piping stress report (year 1998)and modelled it into Caesar II to compare the results.
I modelled exactly including constant support load together with load cases establishment.
However my code compliance not able to pass for all the cases.
Sustained and Sustained+Occasional cases are failed.
My concern is why I can get a similar result? Code Compliance failed! Please advise me.
Thank You.